HomeMy WebLinkAboutSD-441-1EXISTING
88.8
W
w
SPOT ELEVATIONS
TITLE SHEET
0
0
wv
m
0
El
G -- G
REVISONS
7,"
F41-
DEFINITIVE
PROPOSED
CONTOURS
DESCRIPTION
SPOT ELEVATIONS
TITLE SHEET
2
OF
STONE WALL
GUY POLE
3
TELEPHONE POLE
15
POWER BOX
4
UNDERGROUND UTILITY MANHOLE
15
STREET LIGHT'
5
6
PROPERTY LINE
15
15
PROPERTY RIGHTS ANrN DIMENSIONAL STANDARDS PLAN
SITE CONSTRUCTION PLAN
EDGE OF ROAD WITH CURB
OF
15
EDGE OF ROAD, NO CURB
8
OF
STORM DRAIN = _________
____-
WATER MAIN LINE w
W
SANITARY SEWER s
UTILITIES PLAN
FIRE HYDRANT LOCATION
ly(
SAN. SEWER M.H.
LANDSCAPE PLAN
DRAINAGE M.H. /WATER QUALITY
@
INLET STRUCTURE
PROOF PLAN
CATCH BASIN
OO
WATER GATE BOX
wV
m
IRON PIN
0
BOUND
Cl
GUARD RAIL
OF
15
GAS MAIN G
G
SETBACK LINE
D.E.M.
D.W.W.
D.W.W.
D.E.M.
1/26/00
mo-
DAVID
J.
MAY
33887
!V�
AN D V
LEXIN
'mail
SHEET NO.
DESCRIPTION
1 OF 15
TITLE SHEET
2
OF
15
LOCUS PLAN
3
OF
15
VICINITY PLAN
4
OF
15
SITE ANALYSIS MAP
5
6
OF
OF
15
15
PROPERTY RIGHTS ANrN DIMENSIONAL STANDARDS PLAN
SITE CONSTRUCTION PLAN
7
OF
15
1
STREET LAYOUT PLAN
8
OF
15
STREET PROFILE PLAN
9
OF
15
UTILITIES PLAN
10
OF
15
LANDSCAPE PLAN
11
OF
15
PROOF PLAN
12
13
OF
OF
-15
15
TOWN OF LEXINGTON SEWER 1 DETAILS
TOWN OF LEXINGTON SEWER 2 DETAILS
14
OF
15
TOWN OF LEXINGTON DRAIN DETAILS
15
OF
15
TOWN OF LEXINGTON WATER DETAILS
0 nkilAIC"All TU 27 CAMBRIDGE STREET
u ivi Ml B, MA
ENGINEERING, INC. (7U81) RLINGTO 229-N0411 01803
CIVIL ENGINEERS & LAND SURVEYORS
SOUTH STREET
WEINMAYR ASSOCIATES, INC. 7 SOMERVIILLIE, MIA. 02143
LANDSCAPE ARCHITECTS (617) 354-8700
cc THIS PLAN IS THE PROPERTY OF
COMMONWEALTH ENGINEERING, INC.
AND MAY NOT BE REPRODUCED
WITHOUT PERMISSION.
IV-- e
GENERAL NOTES:
1) SUBJECT PROPERTY LOCATED WITHIN ZONING DISTRICT RS.
2) CONSTRUCTION PERFORMED DURING THIS PROJECT SHALL CONFORM TO THE MASSACHUSETTS
HIGHWAY DEPARTMENT, STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGES, 1988.
3) RELOCATION OF UTILITY POLES AND UNDERGROUtNib �ill_ltt� ' IS THE RESPONSIBILITY OF THE
CUSTODIAN OF THE POLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION ON UTILITY
POLE RELOCATION.
4) UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE
FIELD. "DIG SAFE 1-888-344-7233" IN ADDITION THE CONTRACTOR SHALL COORDINATE HIS
CONSTRUCTION ACTIVITIES NEAR UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY REPRESENTATIVE.
5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DISRUPTION ON EXISTING INDIVIDUAL UTILITY'
SERVICE CONNECTIONS, INCLUDING WATER, ELECTRICITY, TELEPHONE, GAS AND CABLE TELEVISION,
RESULTING FROM THE CONTRACTORS WORK.
6) LOCATIONS SHOWN FOR SEDIMENTATION CONTROL SYSTEMS ARE FOR INFORMATION ONLY. TYPE "-
SYSTEM AND ACTUAL LOCATIONS TO BE APPROVED BY THE TOWN ENGINEER, AND LEXINGTON
CONSERVATION COMMISSION.
7) THE INFORMATION SHOWN ON THESE PLANS IS BASED ON L,,4ITED INVESTIGATION AND IS
,�O WAY WARRANTED 0 INDICATE THE TRUE CONDITIONS OR ACTUAL QUANTITIES, OR DI<)TRIBUT'
_r QUANTITIES OF WORK WHICH WILL BE REQUIRED. ACCORDINGLY, ALL RESPONSIBILITY FOP JN N
DEVIATIONS BETWEEN THESE PLANS AND ACTUAL SITE CONDITIONS IS HEREBY DISCLAIMED.
8) THE CONTRACTOR SHALL PLACE 4-(MIN.) OF TOPSOIL WHEREVER TURF ESTABLISHMENT IS INDICATED.
9) THE CONTRACTOR SHALL R'_SET SIGNS, MAIL B:jXES, FENCES AND STONE WALLS AS D!R-
THE OWNER AND THE TOWN ENGINEER.
10) THE CONTRACTOR SHALL ROUND SIDE SLOPES TO MEET EXISTING GROUND AT LOCATIONS
DESIGNATED BY THE ENGINEER.
11) ALL UTILITY COVERS WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO THE PROPER GRADES.
UTILITY COVERS INCLUDE BUT NOT LIMITED TO CATCH BASIN FRAMES AND GRATES, MANHOLE FRAMES
AND COVERS, GATE VALVE COVERS, CURB STOPS, HAND HOLES, ETC.
12) THE LOCATION OF THE EXISTING SEWER AND WATER MAINS IS APPROXIMATE. THE DEPTH OF THIE's
AND WATER MAINS AS SHOWN ON THE PROFILES AND CROSS SECTIONS IS ASSUMED TO BE 4-6" TO 7'_
THE CONTRACTOR SHALL TAKE ANY MEASURE NECESSARY TO ASSURE HIMSELF AS TO THE LOCATION, AN]
DEPTH OF THE WATER AND SEWER MAIN AND ANY OTHER UTILITIES THAT MAY EXIST WITHIN THE PR6,JEC_
LIMITS
I CERTIFY THAT THE FINAL DFCREL j, _iSTAINING THE APPROVAL
THE WITHIN PLAN HAS BEEN RECEIVED FROM THE LAND COURT.
DATE TOWN CLERK
IN ACCORDANCE WITH THE CERTIFICATE OF ACTION DATED MAY 17, 2000 AND FILED
WITH THE TOWN CLERK ON MAY 20,;2000 AND RECORDED HEREIN.
IN ACCORDANCE WITH THE COVENANT DATED AND RECORDED
HEREIN.
ENDORSED IN ACCORDANCE WITH G.L.c 41 §81v AND THE ORDER OF
J. LOMARDI OF THE LAND COURT DATED 511612007 THAT AFFIRMED THE DECISION OF
THE LEXINGTON PLANNING BOARD.
GRANDVIEW AVENUE
LEXINGTON, MASS.
PREPARED FOR TITLE SHEET
DEBCO PROPERTIES
405 WALTHAM STREET, SUITE 401
LEXINGTON, MA. 02421 SHEET
D 99-017.00 -n-!,-E REV.
OF
SIZE PROJECT FILE NAME NUMBER OF
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